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GOLD CAMP ROAD over BEAR CREEK

Map 

Coordinates:
+38.82003, -104.89213
38°49'12" N, 104°53'32" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:GOLD CAMP ROAD over BEAR CREEK
Structure number:CSG-C.80-07.65
Location:INT. OF BEAR CREEK RD
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:9.5 ft. [2.9 m]
Total length:20.3 ft. [6.2 m]
Roadway width between curbs:21.7 ft. [6.6 m]
Deck width edge-to-edge:23.3 ft. [7.1 m]
Skew angle:20°
Owner:City or Municipal Highway Agency [04]
Year built:1970
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: May 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:623 [as of 2013]
Truck traffic:2% of total traffic
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Pier/abutment protection:Navigation protection not required [1]
Culvert condition:Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:36.0 tons [32.7 metric tons]
Inventory rating:27.0 tons [24.5 metric tons]
Sufficiency rating:55.7
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$109,000

Previous Inspections 

DateSuff. RatingConditionCulvert ConditionSD/FOADT
May 201655.7Fair5 out of 10FO623
May 201462.9Fair5 out of 10FO623
May 201262.9Fair5 out of 10FO777
May 201062.9Fair5 out of 10FO777
February 200862.9Fair5 out of 10FO478
April 200666.9Fair5 out of 10FO478
May 200466.9Fair5 out of 10FO478
April 200276.0Good7 out of 10FO351
June 200070.9Fair6 out of 10-351
September 199970.9Good7 out of 10-351
September 199870.9Good7 out of 10-351
October 199683.9Good7 out of 10FO417
July 199464.8Good7 out of 10FO417
October 199284.8Good7 out of 10FO417
August 199086.2Good7 out of 10FO100